Chapter 16 — STRUCTURAL DESIGN
Section 1613 — EARTHQUAKE LOADS
2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California
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1613.1 Scope. ¶
1613.1 Scope. Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with Chapters 11, 12, 13, 15, 17 and 18 of ASCE 7, as applicable. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7. Exceptions: 1. Detached one- and two-family dwellings, assigned to Seismic Design Category A, B or C. 2. The seismic force-resisting system of wood-frame…
1613.2 Determination of seismic design category. ¶
1613.2 Determination of seismic design category. Structures shall be assigned to a seismic design category based on one of the following methods unless the authority having jurisdiction or geotechnical data determines that Site Class DE, E or F soils are present at the site: 1. Based on the structure risk category using Figure 1613.2(1). 2. Determined in accordance with ASCE 7. Where Site Class DE, E or F soils are present, the seismic design category shall be determined in accordance with ASCE 7. [OSHPD 1R, 2 & 5] Seismic design category shall be D or higher. 16-34 2025 CALIFORNIA BUILDING…
1613.3 Simplified design procedure. ¶
1613.3 Simplified design procedure. Where the alternate simplified design procedure of ASCE 7 is used, the seismic design category shall be determined in accordance with ASCE 7.
1613.4 Ballasted photovoltaic panel systems. ¶
1613.4 Ballasted photovoltaic panel systems. Ballasted, roof-mounted photovoltaic panel systems need not be rigidly attached to the roof or supporting structure. Ballasted, unattached PV panel systems shall be designed and installed only on roofs with slopes not more than 1 unit vertical in 12 units horizontal. Ballasted, unattached PV panel systems shall be designed to accommodate sliding in accordance with ASCE 7 Chapter 13. [OSHPD 1R, 2 & 5] Ballasted photovoltaic panel systems shall be considered as an alternative system.
1613.5 Elevators, escalators and other conveying systems. ¶
1613.5 Elevators, escalators and other conveying systems. Elevators, escalators and other conveying systems and their components shall satisfy the seismic requirements of ASCE 7 and ASME A17.1/CSA B44 as applicable.
1613.6 Automatic sprinkler systems. ¶
1613.6 Automatic sprinkler systems. Where required, automatic sprinkler systems, including anchorage and bracing, shall comply with ASCE 7 and Section 903.3.1.1.
1613.7 Component importance factors. ¶
1613.7 Component importance factors. [OSHPD 1R, 2 & 5] Nonstructural components designated below shall have a component importance factor, I p , equal to 1.5: 1. For components that are required for life-safety purposes after an earthquake, including emergency and standby power systems, mechanical smoke removal systems, fire protection sprinkler systems and fire alarm control panels. 2. For medical equipment required for patient life support.